Laserfiche WebLink
Mr. Gary Gleason, P.E. 14 January 17, 2001 <br /> GME Project No. 9256 <br /> compounds from the bituminous cement . These cracks should be cleaned and <br /> sealed wit� a hot flexible material on an annual basis. Within three to <br /> five years after construction, distressed areas may develop at entry drive <br /> and areas where service trucks are parked or slowly turn. Such areas <br /> should be cut out and repaired expeditiously in order to extend the <br /> pavement life. Periodically during the course of the pavement life, a <br /> seal coat of hot bituminous and rock chips should be applied. The <br /> determination of when to apply a seal coat should be made by the Civil <br /> Engineer responsible for the facility maintenance. <br /> Stoz�rwater Pond <br /> We drilled boring P-3 in the area of the stormwater pond. In this boring, <br /> we encountered sandy silt with clay to a depth of 6 feet, underlain by <br /> silty sand to 10 feet. In our opinion, these soils have relatively low to <br /> moderate permeability, which we estimate would only permit very limited <br /> infiltration of collected stormwater. We recommend using this pond as a <br /> colZector pond, to allow sedimentation of suspended solids in the water. <br /> However, it is our opinion that it may be necessary to dispose of this <br /> pond by outflow, rather than by infiltration, based on the soil conditions <br /> in the area where the pond is proposed. <br /> 9ME CONSULTANT�,INC. <br />